JP4589178B2 - Wind power generator and installation method thereof - Google Patents

Wind power generator and installation method thereof Download PDF

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JP4589178B2
JP4589178B2 JP2005172869A JP2005172869A JP4589178B2 JP 4589178 B2 JP4589178 B2 JP 4589178B2 JP 2005172869 A JP2005172869 A JP 2005172869A JP 2005172869 A JP2005172869 A JP 2005172869A JP 4589178 B2 JP4589178 B2 JP 4589178B2
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wind turbine
wind power
column
base plate
power generator
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JP2006348772A (en
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通博 大江
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通博 大江
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/30Wind power
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction

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本発明は、小型風力発電装置に関するものであり、小型風力発電装置を建築物の屋上や屋根等に容易設置出来る様にするために、風力発電装置の風車部を支持する支柱部の風圧力による揺動の低減と荷重・応力分散が容易となる支持架台が用いられている風力発電装置およびその設置方法に関する。   The present invention relates to a small wind power generator, and in order to enable the small wind power generator to be easily installed on a rooftop, a roof, or the like of a building, it depends on the wind pressure of a support column that supports the wind turbine part of the wind power generator. The present invention relates to a wind turbine generator and a method for installing the wind turbine generator, in which a support frame that facilitates reduction of oscillation and load / stress distribution is used.

風力発電は、エネルギー問題や環境問題から注目され、プロペラ方式の大型風力発電装置のみならず小型風力発電装置にも太陽光発電と同様の電力消費地近接発電の分散型電力の手段としての期待が高まって来ている。そして、一般的に風は地上からの高さが高い位置の方が風力発電に好ましい強い風が得られ易く、小型風力発電装置が分散型電力の手段としての期待に応えるためには建築物の屋上等に設置することによる普及がなされることが不可欠であると思われる。しかし、従来のプロペラ方式は羽根の風切り音による騒音や破損飛散等の問題から居住環境にある建築物の屋上等への設置は難しく多くが居住場所から距離を置いた場所に設置されて来た。このため、現状の小型風力発電機の支持方法としては、好ましい風を得るように出来るだけ支柱を高くする傾向にあるがコストの関係等も影響し細長い筒状部材が用いられ、図10に示す様に、その中間部から細長部材またはワイヤー等の控え材にて直立固定させる方法が多く用いられているが、支柱部は風圧力による揺動が大きく破損や倒壊の恐れがあるとともに、勾配のある屋根への設置は困難であり建築物の屋上や屋根等への設置には適当でない方法と考えられる。この方法以外には、図11に示す様に、支柱部の筒状部材を大きくして自立型とし基礎部を大きくした方法も用いられているが、この方法では建築物への負荷が大きくなるとともに勾配のある屋根への適用は困難であるという課題点がある。一方では、技術開発の成果により低騒音の風力発電機が出現しつつあり小型風力発電装置を建築物の屋上等に設置出来る可能性が大きくなって来ている。このため、小型風力発電装置を分散型電力の手段として普及を図るには、風力発電機の支柱部の風圧力による揺動と破損や倒壊の恐れを容易に低減出来るとともに設置する建築物への負荷も軽減出来て、建築物の屋上や屋根等に容易に設置出来る様な小型風力発電装置の提案が望まれている。   Wind power generation is attracting attention from energy and environmental issues, and is expected not only for propeller-type large-scale wind power generation devices but also for small-scale wind power generation devices as a means of distributed power generation in the vicinity of power consumption areas similar to solar power generation. It is growing. In general, it is easier to obtain strong winds that are preferable for wind power generation when the height of the wind is higher from the ground. In order to meet the expectations of small wind power generators as a means of distributed power, It seems indispensable to make it popular by installing it on the rooftop. However, conventional propeller systems are difficult to install on the rooftops of buildings in residential environments due to problems such as noise caused by wind noise from blades and scattering of damage. . For this reason, as a current method of supporting a small wind power generator, there is a tendency to make the support column as high as possible so as to obtain a preferable wind, but an elongated cylindrical member is used because of the influence of the cost and the like, as shown in FIG. In this way, a method of standing upright from the middle part with a slender member or a retentive material such as a wire is often used, but the column part is greatly oscillated by wind pressure and may be damaged or collapsed. Installation on a certain roof is difficult, and it is considered to be an unsuitable method for installation on the rooftop or roof of a building. In addition to this method, as shown in FIG. 11, a method is also used in which the cylindrical member of the support column is enlarged to be self-supporting and the foundation is enlarged, but this method increases the load on the building. In addition, there is a problem that it is difficult to apply to a sloped roof. On the other hand, low-noise wind power generators are appearing as a result of technological development, and the possibility that small wind power generators can be installed on the rooftops of buildings is increasing. For this reason, in order to promote the use of small wind power generators as a means of distributed power generation, it is possible to easily reduce the possibility of rocking, breakage and collapse due to wind pressure of the column of the wind power generator, and to the building to be installed. It is desired to propose a small wind power generator that can reduce the load and can be easily installed on the rooftop or roof of a building.

これに直接的に関係する先行特許文献は現状では見当たらない。少し異なる支持方法としては本発明者が「風力発電装置(特願2004−202571)」を既出願している。
特願2004−202571号
There are no prior patent documents directly related to this. As a slightly different support method, the present inventor has already filed “wind power generator (Japanese Patent Application No. 2004-202571)”.
Japanese Patent Application No. 2004-202571

本発明が解決しようとする最も主要な課題点は、現状の多くのプロペラ方式等の小型風力発電装置が直面している課題点である風車部を支持する支柱部が風圧力による揺動が大きく破損や倒壊の恐れがあるとともに勾配屋根等には設置が困難であるという課題点であり、その支柱部の風圧力による揺動の低減と破損や倒壊の恐れを容易に低減出来る様にするとともに設置する建築物への負荷も軽減出来る様にして、小型風力発電装置を建築物の屋上等に容易に設置出来る様にし、更には勾配を有する屋根にも容易に設置出来る様にすることにある。   The most important problem to be solved by the present invention is that the prop part supporting the wind turbine part, which is a problem facing many current propeller-type small wind power generators, is greatly oscillated by wind pressure. It is a problem that there is a risk of breakage or collapse, and it is difficult to install on a sloped roof, etc., and it is possible to reduce the swing due to wind pressure of the column and to easily reduce the risk of breakage and collapse In order to reduce the load on the building to be installed, it is possible to easily install a small wind power generator on the rooftop of a building, and also to easily install it on a roof with a slope. .

前記の目的を達成するため、本発明の風力発電装置は、風車部の支持部位において、主要部が、風車部を鉛直方向で支持する筒状の支柱部位と、風車部の回転及び旋回に支障を及ぼさない範囲の直下にあり且つ平面外形が略方形であり筒状の水平部材と垂直部材とで架構を形成しているとともに水平部材で階層をなし且つ下方四隅にベースプレート部位が付設された柱脚部を有している架台部位とからなり、前記架台部位の平面的中央部において最上層を含め2層以上の箇所で前記支柱部位が支持固定されていて前記架台部位の柱脚部で建築物の屋上または屋根等に設置固定出来る様にした支持架台が用いられていることを特徴とする。   In order to achieve the above-described object, the wind turbine generator according to the present invention has a cylindrical support portion that supports the wind turbine portion in the vertical direction and a rotation and rotation of the wind turbine portion in the support portion of the wind turbine portion. A column that is directly below the range that does not affect the surface, has a substantially rectangular planar outer shape, forms a frame with a cylindrical horizontal member and a vertical member, forms a hierarchy with the horizontal member, and has base plate portions attached to the lower four corners It is composed of a base part having a leg part, and the pillar part is supported and fixed at two or more layers including the uppermost layer in the planar central part of the base part, and is constructed at the column base part of the base part. It is characterized in that a support frame that can be installed and fixed on the rooftop or roof of an object is used.

付加して、前記架台部位の水平部材および垂直部材の接合部に接合部材数および接合点形状に応じて水平部材および垂直部材を挿入して突き合わせ固定出来るカップリングに類する鞘状の部位を有する接合用部材が用いられたことを特徴とする。更には、前記接合用部材の鞘状の部位の一部または全部が水平部材または垂直部材の端部に挿入して固定出来る様な凸状となった形態をした接合用部材が用いられたことを特徴とする。更には、前記架台部位の柱脚部のベースプレート部位が高さ調整機構とヒンジ機構を組み入れたベースプレート部位であることを特徴とする。   In addition, a joint having a sheath-like part similar to a coupling that can be inserted and butt-fixed by inserting a horizontal member and a vertical member in accordance with the number of joining members and the shape of the joining point at the joint between the horizontal member and the vertical member of the mount part. A member for use is used. Further, a joining member having a convex shape so that a part or all of the sheath-like portion of the joining member can be inserted into and fixed to the end of a horizontal member or a vertical member was used. It is characterized by. Furthermore, the base plate part of the column base part of the gantry part is a base plate part incorporating a height adjusting mechanism and a hinge mechanism.

そして、本発明の風力発電装置の設置方法は、前述の風力発電装置を用いて、前記支持架台を柱脚部のベースプレート部位の下部に弾性部材を付設して建築物の屋上等の支持基礎となるコンクリート部または鉄骨部に留め付けて設置することを特徴とする。   And the installation method of the wind power generator of this invention uses the above-mentioned wind power generator, and attaches an elastic member to the lower part of the baseplate part of a column base part, and the support base, such as the rooftop of a building, uses the above-mentioned support stand. It is characterized by being installed by being fastened to a concrete part or a steel frame part.

付加して、前記の高さ調整機構とヒンジ機構を組み入れたベースプレート部位の場合の風力発電装置を用いて、支持架台を柱脚部のベースプレート部位の下部に弾性部材または硬質角型長尺部材と弾性部材を付設して建築物の屋上または屋根等に留め付けて設置することを特徴とする。   In addition, using the wind power generator in the case of the base plate part incorporating the height adjusting mechanism and the hinge mechanism, an elastic member or a rigid rectangular long member is attached to the lower part of the base plate part of the column base. It is characterized in that it is installed by attaching an elastic member to the roof or roof of the building.

本発明によれば、風車部を支持する筒状の支柱部位を短くし2箇所以上で固定することにより風圧力による変形の抑制や架台部位で荷重・応力分散が出来るので揺動の低減や破損や倒壊の恐れも低減出来るとともに設置部への負荷も軽減出来て建築物の屋上等に容易に設置出来る様になり、しかも勾配屋根等にも容易に設置が出来る様になる。このため、小型風力発電装置を電力消費地近接発電の分散型電力の手段として普及を図ることに貢献出来る。   According to the present invention, by shortening the cylindrical column supporting the wind turbine portion and fixing it at two or more locations, deformation due to wind pressure can be suppressed and load / stress distribution can be achieved at the pedestal location, reducing oscillation and damage This can reduce the risk of collapse and reduce the load on the installation part, and can be easily installed on the rooftop of a building, and can be easily installed on a sloped roof. For this reason, it can contribute to aiming at the spread of a small wind power generator as a means of distributed power of power generation near power consumption.

本発明を実施するための最良の形態としては以下に記載することが勘案された形態のものである。
本発明の風力発電装置としては、筒状の支柱部位は、円筒形状で、材質はステンレス鋼または防錆処理鋼とし、長さは風車部の回転径の約1.0倍の寸法を目処に設定する。架台部位は、上端部が風車部の回転・旋回範囲から約0.1〜0.3mの間隙を確保し、材質はステンレス鋼または防錆処理鋼とし必要に応じてにアルミ合金や高強度プラスチック等が適宜用いられる。平面的外形は略正方形とし、外形寸法は風車部の回転径の約0.7〜1.2倍の寸法を目処に設定し、各層間の間隔は平面的外形寸法の約0.4〜0.8倍の寸法を目処に架台部位の要求される高さ等を勘案して適宜配設する。また、水平部材および垂直部材は円筒形状のものが好ましく、接合部の接合方法は、架台部位の水平部材および垂直部材の接合部に接合部材数および接合点形状に応じて水平部材および垂直部材を挿入して突き合わせ固定出来るカップリングに類する鞘状の部位を有する接合用部材が用いられ溶接またはボルトにより固定する。尚、架台部位の剛性を確保するために斜材等を設ける必要がある場合には適宜配設する。支柱部位と架台部位との固定方法は、支柱部位の配設位置の両側に近接して最上階と上から2層目に水平部材を平行に配設し変形を生じない強度を有し支柱部位が接して通せる径の支柱支持固定用孔明きプレートを両水平部材に架橋し溶接又はボルトにより留め付け、支柱部位が貫通出来るカップリングに類した締め付け可能な一端部にフランジ部を有する様な支柱支持固定用環状部材等を用いて支柱部位と支柱支持固定用環状部材と支柱支持固定用孔明きプレートを溶接またはボルトにより連結固定して支柱部位を支持固定することが好ましい。架台部位の柱脚部に付設されるベースプレート部位のベースプレートはボルト孔が施されていて荷重・応力伝達分散が有効に働く厚みとし大きさは柱脚部断面幅の約4〜6倍の寸法を目処に設定する。前記ベースプレート部位に組み入れられる高さ調整機構としてはネジ山の特性を利用したものを用い、ヒンジ機構としては少なくとも一軸方向に約120度以上の円弧回転可能な機構のものを用いる。また、風車部は、プロペラ方式が好ましく、支持架台以外の風力発電装置システムとして必要な部分については本発明の目的を達成出来るものであれば限定されない。
As the best mode for carrying out the present invention, the following is considered.
In the wind power generator according to the present invention, the cylindrical column portion is cylindrical, and the material is stainless steel or rust-proof steel, and the length is about 1.0 times the rotation diameter of the windmill part. Set. As for the base part, the upper end part secures a gap of about 0.1-0.3m from the rotation / turning range of the windmill part, and the material is made of stainless steel or rust-proof steel, and aluminum alloy or high-strength plastic as required Etc. are used as appropriate. The planar outer shape is approximately square, the outer dimension is set to approximately 0.7 to 1.2 times the rotating diameter of the wind turbine section, and the distance between each layer is approximately 0.4 to 0 of the planar outer dimension. Approximately 8 times the size, considering the required height of the gantry part, etc. In addition, the horizontal member and the vertical member are preferably cylindrical, and the method of joining the joints is to connect the horizontal members and the vertical members to the joints of the horizontal members and the vertical members at the gantry according to the number of joint members and the joint point shape. A joining member having a sheath-like portion similar to a coupling that can be inserted and butt-fixed is used, and is fixed by welding or bolts. In addition, when it is necessary to provide a diagonal material etc. in order to ensure the rigidity of a mount part, it arrange | positions suitably. The method of fixing the column part and the gantry part is to have a strength that does not cause deformation by arranging a horizontal member in parallel on the top floor and the second layer from the top near both sides of the column position. The support plate is fixed to both horizontal members and fastened with welding or bolts, and has a flange at one end that can be tightened like a coupling that can penetrate the support column. It is preferable to support and fix the column part by welding or bolting and fixing the column part, the column support fixing and annular member, and the column support fixing and perforating plate using an annular member for fixing and supporting the column. The base plate of the base plate part attached to the column base part of the gantry part is provided with a bolt hole, and the thickness is such that the load / stress transmission dispersion works effectively. The size is about 4 to 6 times the cross-sectional width of the column base part. Set the target. As the height adjusting mechanism incorporated in the base plate portion, a mechanism utilizing the characteristics of the thread is used, and as the hinge mechanism, a mechanism capable of rotating at least about 120 degrees in an arc in one axial direction is used. In addition, the wind turbine unit is preferably a propeller system, and any part necessary for the wind power generation system other than the support frame is not limited as long as the object of the present invention can be achieved.

そして、本発明の風力発電装置の設置方法としては、建築物の屋上等に設置する場合は、ベスプレート部位の下部に板状ゴム系弾性部材を付設して支持基礎となるコンクリート部または鉄骨部にボルト等で留め付けて設置する。また、建築物の屋根に設置する場合は、高さ調整機構とヒンジ機構を組入れたベースプレート部位を有する支持架台を用いて、例えば、新築戸建て住宅等の屋根の場合には、ベースプレート部位の下部に板状ゴム系弾性部材を付設して野地板と防水シートの上部に配設し垂木等にボルト等で留め付けて屋根仕上げ材との取り合いを防水処理する。既存の屋根の場合には、ベースプレート部位の下部に板状ゴム系弾性部材と□型鋼材と屋根仕上げ材にフィットし雨水流下にも対応出来る弾性部材を付設して屋根上に配設し両端の軒部を利用してワイヤー等を用いて□型鋼材の端部を連結して引っ張り固定する。尚、けらば部等を利用して横方向から引っ張り固定の補強することも好ましい。 And, as a method of installing the wind power generator of the present invention, when installing on the rooftop of a building or the like, a concrete part or a steel frame part as a support foundation by attaching a plate-like rubber elastic member to the lower part of the beth plate part Fasten with bolts etc. In addition, when installing on the roof of a building, using a support frame having a base plate part that incorporates a height adjustment mechanism and a hinge mechanism, for example, in the case of a roof of a newly-built detached house, the bottom of the base plate part A plate-like rubber-based elastic member is attached, disposed on the top of the base plate and the waterproof sheet, and fastened to a rafter with bolts or the like to waterproof the roof finish. In the case of an existing roof, an elastic member that fits a plate rubber elastic member, □ -type steel material and roof finishing material and can be used even under rainwater flow is attached to the lower part of the base plate part and arranged on the roof. Using the eaves part, connect the ends of the □ -type steel using wires or the like and fix it. In addition, it is also preferable to reinforce by pulling and fixing from the lateral direction using a loose portion or the like.

図1は本発明の風力発電装置の1実施例の側面図、図2は図1の例の側断面図、図3は図1の例の平断面図である。図4は図1の例を建築物の屋上に設置した場合の側断面図、図5は高さ調整機構及びヒンジ機構組み入れベースプレート部位の場合の側断面図、図6は図5の例を新築戸建住宅等の屋根に設置した場合の側面方向の断面図、図7は図5の例を既存戸建住宅等の屋根に設置した場合の側断面図、図8は架台部位の水平部材及び垂直部材の鞘状の部位を有する接合用部材の形状例図、図9は図8の接合用部材の鞘状部の一部または全部が凸状をなした場合の形状例図である。
以下、図面を参照して本発明に係る風力発電装置を説明する。尚、前記図中の符号については後述の符号の説明に記載する。
FIG. 1 is a side view of an embodiment of the wind turbine generator of the present invention, FIG. 2 is a side sectional view of the example of FIG. 1, and FIG. 3 is a plan sectional view of the example of FIG. 4 is a side cross-sectional view when the example of FIG. 1 is installed on the roof of a building, FIG. 5 is a side cross-sectional view of a base plate portion incorporating a height adjustment mechanism and a hinge mechanism, and FIG. 6 is a newly built example of FIG. FIG. 7 is a cross-sectional view in the side direction when installed on a roof of a detached house, etc. FIG. 7 is a side cross-sectional view of the example of FIG. 5 installed on the roof of an existing detached house, etc. FIG. 9 is an example of a shape of a joining member having a sheath-like portion of a vertical member, and FIG. 9 is an example of a shape when a part or all of the sheath-like portion of the joining member of FIG.
Hereinafter, a wind power generator according to the present invention will be described with reference to the drawings. In addition, about the code | symbol in the said figure, it describes in description of the following code | symbol.

本発明の風力発電装置は、小型風力発電機の支持部位において、建築物の屋上等に設置する場合には、図1〜3に示す様に、主要部が、風車部2を鉛直方向で支持する筒状の支柱部位1aと、風車部の回転及び旋回に支障を及ぼさない範囲の直下にあり且つ平面外形が略方形であり筒状の水平部材1baと垂直部材1bbとで架構を形成しているとともに水平部材1baで階層をなし且つ下方四隅にベースプレート部位1bd付設の柱脚部1bcを有している架台部位1bとからなり、架台部位1bの平面的中央部において最上層を含めて2層以上の箇所で支柱部位1aが支持固定されていて、ベースプレート部位1bdで建築物の屋上または屋根等に設置固定出来る様にした支持架台1が用いられる。付加して、図8に示す様に、架台部位1bの水平部材1baおよび垂直部材1bbの接合部に接合部材数および接合形状に応じて水平部材および垂直部材を挿入して突き合わせ固定出来るカップリングに類する鞘状の部位を有する接合用部材1beが用いられている。更には、図9に示す様に、接合用部材1beの鞘状の部位の一部または全部が水平部材または垂直部材の端部に挿入して固定出来る様な凸状となった形態をした場合がある。更には、図5に示す様に、高さ調整機構1bdcとヒンジ機構1bdbを組み入れたベースプレート部位1bdを有する支持架台1が用いられる場合がある。   When the wind power generator of the present invention is installed on a rooftop of a building or the like in a supporting part of a small wind power generator, the main part supports the windmill part 2 in the vertical direction as shown in FIGS. A cylindrical column portion 1a, and a cylindrical horizontal member 1ba and a vertical member 1bb, which are directly below the range that does not hinder the rotation and turning of the wind turbine unit, are substantially square, and form a frame. And a base part 1b having a horizontal member 1ba and having a column base part 1bc provided with base plate parts 1bd at the lower four corners, and two layers including the uppermost layer in the planar center of the base part 1b. The support column 1 is used in which the support column 1a is supported and fixed at the above-described locations, and can be installed and fixed on the rooftop of a building, the roof, or the like with the base plate portion 1bd. In addition, as shown in FIG. 8, the coupling can be fixed by inserting a horizontal member and a vertical member into the joint between the horizontal member 1 ba and the vertical member 1 bb of the gantry part 1 b according to the number and shape of the joint members. A joining member 1be having a similar sheath-like portion is used. Furthermore, as shown in FIG. 9, when a part or all of the sheath-like portion of the joining member 1be has a convex shape that can be inserted and fixed to the end of the horizontal member or the vertical member. There is. Furthermore, as shown in FIG. 5, there may be used a support frame 1 having a base plate portion 1bd incorporating a height adjusting mechanism 1bdc and a hinge mechanism 1bdb.

そして、本発明の風力発電装置の設置方法は、建築物の屋上等に設置する場合には、図4に示す様に、ベースプレート部位1bdのベースプレート1bdaで屋上等8にある支持基礎となるコンクリート部または鉄骨部8aにボルト等7で留め付けて設置する。建築物の屋根に設置する場合には、高さ調整機構1bdcとヒンジ機構1bdbを組み入れたベースプレート部位1bdを付設した支持架台1が用いられ、例えば、新築の戸建住宅の屋根9に設置する場合には、図6に示す様に、ベースプレート部位1bdの下部に板状弾性部材3を付設して野地板と防水シート9aの上部に配設し垂木等9bに留め付けて屋根仕上げ材との取り合いを防水処理する。また、既存の屋根上に設置する場合には、図7に示す様に、ベースプレート部位1bdの下部に板状弾性部材3と□型鋼等の硬質角型長尺部材4と屋根仕上げ材9cにフィットし雨水流下を考慮したする異形弾性部材5を付設して屋根上9に配設し、両端の軒部を利用してワイヤーまたは棒状部材等の引っ張り固定用部材6を用いて硬質角型長尺部材4の下端部を連結して引っ張り固定する。以下、各部位等の詳細について説明する。   And the installation method of the wind power generator of this invention, when installing on the rooftop etc. of a building, as shown in FIG. 4, the concrete part used as the support foundation in the rooftop etc. 8 with the baseplate 1bda of the baseplate part 1bd Or it fastens to steel frame part 8a with bolts etc. 7 and installs. When installing on a roof of a building, a support frame 1 provided with a base plate part 1bd incorporating a height adjusting mechanism 1bdc and a hinge mechanism 1bdb is used. For example, when installing on a roof 9 of a newly built detached house As shown in FIG. 6, a plate-like elastic member 3 is attached to the lower part of the base plate part 1bd, arranged on the base plate and the upper part of the waterproof sheet 9a, and fastened to the rafters 9b, etc. Waterproofing. In addition, when installing on an existing roof, as shown in FIG. 7, it fits in the lower part of the base plate part 1bd to the plate-like elastic member 3, the hard square long member 4 such as □ -type steel, and the roof finishing material 9c. A deformed elastic member 5 that considers the flow of rainwater is attached and disposed on the roof 9, and a rigid square-shaped long member using a wire or bar-like member for tension fixing 6 using eaves at both ends. The lower end portion of the member 4 is connected and pulled and fixed. Hereinafter, details of each part and the like will be described.

支柱部位1aは、ステンレス鋼、防錆処理鋼、アルミ合金等の金属材料、または、炭素繊維補強プラスチック等の高強度強化プラスチック等の高強度と耐久性を有する材質のものが用いられる。形状は円筒状のものが好ましいが角筒状のものを用いても良く、長さは風車部の回転径の約0.8〜1.5倍の寸法を目処に設定され、断面寸法は風車の規模条件等から適宜設定される。   The column part 1a is made of a material having high strength and durability, such as a metal material such as stainless steel, rust-proofing steel, and aluminum alloy, or a high-strength reinforced plastic such as carbon fiber reinforced plastic. The cylindrical shape is preferable, but a rectangular tube shape may be used. The length is set to about 0.8 to 1.5 times the rotation diameter of the windmill part, and the cross-sectional dimension is the windmill. It is set as appropriate based on the scale conditions.

架台部位1bは、上端部で風車部の回転・旋回範囲から約0.1〜0.5mの間隙を確保する。材質はステンレス鋼または防錆処理鋼とし必要に応じてにアルミ合金や高強度プラスチック等の高強度と耐久性を有するものが用いられる。平面的外形は略正方形が好ましいが矩形にしても良く、外形寸法は風車部の回転径の約0.5〜1.5倍の寸法を目処に設定され、高さは設置場所等の与条件から適宜設定されるが、各層間の間隔は平面的外形寸法の約0.3〜1.0倍の寸法を目処に架台部位の要求される高さ等を勘案して適宜配設する。水平部材1ba及び垂直部材1bbは、円筒状のものが好ましいが角筒状のものを用いても良く、断面寸法は与条件から適宜設定される。水平部材1baと垂直部材1bbとの接合部の接合方法は、水平部材と垂直部材を接合部で直接溶接により固定しても良いが、図8に示す様に、接合部の接合部材数および接合点形状に応じて水平部材及び垂直部材を挿入して突き合わせ固定出来るカップリングに類する鞘状の部位を有する接合用部材1beを用い該接合用部材に水平部材と垂直部材を挿入し溶接またはボルト等により固定することが好ましい。また、図9に示す様に、接合用部材1beの鞘状の部位の一部または全部が水平部材又は垂直部材の端部に挿入して固定出来る様な凸状の形態をした場合がある。尚、架台部位の剛性を確保するために斜材等1bhを設ける必要がある場合には適宜配設し配設方法等は与条件から適宜設定されれば良い。柱脚部1bcは、垂直部材1bbが延長された部分で良く長さは平面的外形寸法の約0.3〜1.0倍の寸法を目処に設定される。ベースプレート部位1bdは、図3に示す様に、ベースプレート1bdaはボルト孔が施されていて荷重・応力伝達分散が有効に働き変形が生じない厚みとし大きさは柱脚部1bc断面幅の約4〜8倍の寸法を目処に設定され、図5に示す様に、高さ調整機構1bdcとしてはネジ山の特性を利用したものが好ましいが二重管にして伸縮と固定を可能にしたものでも良く、ヒンジ機構1bdbとしては少なくとも一軸方向に約90度以上の円弧回転出来るものとするが、本発明の目的を達成出来れば限定されない。   The gantry part 1b secures a gap of about 0.1 to 0.5 m from the rotation / turning range of the windmill at the upper end. The material is stainless steel or rust-proof steel, and a material having high strength and durability such as an aluminum alloy or high-strength plastic is used as necessary. The planar outer shape is preferably approximately square, but may be rectangular, and the outer dimension is set to be about 0.5 to 1.5 times the rotating diameter of the windmill part, and the height is a given condition such as the installation location. However, the distance between the layers is appropriately determined in consideration of the required height of the gantry part and the like with a dimension of about 0.3 to 1.0 times the planar outer dimension as a target. The horizontal member 1ba and the vertical member 1bb are preferably cylindrical, but a rectangular tube may be used, and the cross-sectional dimensions are appropriately set from given conditions. As for the method of joining the joint portion between the horizontal member 1ba and the vertical member 1bb, the horizontal member and the vertical member may be fixed by direct welding at the joint portion. However, as shown in FIG. Using a joining member 1be having a sheath-like portion similar to a coupling that can be inserted and butt-fixed by inserting a horizontal member and a vertical member in accordance with the point shape, a horizontal member and a vertical member are inserted into the joining member, welding, bolts, or the like It is preferable to fix by. In addition, as shown in FIG. 9, a part or all of the sheath-like portion of the joining member 1be may have a convex shape that can be inserted into and fixed to the end of the horizontal member or the vertical member. In addition, when it is necessary to provide the diagonal member 1bh in order to secure the rigidity of the gantry part, the arrangement method and the like may be appropriately set from given conditions. The column base portion 1bc may be a portion where the vertical member 1bb is extended, and the length is set to be about 0.3 to 1.0 times the planar external dimension. As shown in FIG. 3, the base plate portion 1bd is provided with a bolt hole so that the load / stress transmission dispersion works effectively and does not cause deformation. The size of the base plate portion 1bd is about 4 to about the cross-sectional width of the column base 1bc. As shown in FIG. 5, the height adjustment mechanism 1bdc is preferably one that uses the characteristics of the thread as shown in FIG. 5, but may be a double pipe that can be expanded and contracted. The hinge mechanism 1bdb is capable of rotating at least about 90 degrees in an arc in one axial direction, but is not limited as long as the object of the present invention can be achieved.

支柱部位1aの架台部位1bへの支持固定方法は、図2,5に示す様に、支柱部位1aの配設位置の両側に近接して少なくとも最上階と上から2層目に水平部材1baを平行に配設し、変形を生じない強度を有し支柱部位が接して通せる支柱支持固定用孔明きプレート1bfを両水平部材に架橋して溶接またはボルト等により留め付けて、支柱部位が貫通出来るカップリングに類した締め付け可能な一端部にフランジ部を有する様な支柱支持固定用環状部材等1bgを用いて支柱部位1aと支柱支持固定用環状部材等と支柱支持固定用孔明きプレートとを溶接またはボルト等により連結固定して支柱部位1aを支持固定する方法を用いるのが良いが、本発明の目的を達成出来る方法であれば限定されない。   2 and 5, as shown in FIGS. 2 and 5, the horizontal member 1ba is attached to at least the uppermost floor and the second layer from the top in the vicinity of both sides of the position where the column part 1a is disposed. The support plate 1bf, which is arranged in parallel and has strength that does not cause deformation and can be passed through the support column, is bridged to both horizontal members and fastened by welding or bolts, and the support column portion penetrates. A column support 1a, a column support fixing annular member, etc. and a column support fixing perforated plate using a column support fixing ring member 1bg having a flange portion at one end that can be tightened similar to a coupling that can be made. A method of supporting and fixing the column part 1a by connecting and fixing by welding or bolts may be used, but is not limited as long as the object of the present invention can be achieved.

風車部2は、プロペラ方式が好ましいが垂直軸直線翼方式でも良く本発明の目的を達成出来る風車であれば限定されない。また、支持架台以外の風力発電装置システムとして必要な部分については限定されず、上市されている風力発電装置に採用されているシステムから最適なものを選択して用いても良い。   The wind turbine unit 2 is preferably a propeller system, but may be a vertical axis straight blade system and is not limited as long as it can achieve the object of the present invention. Moreover, it does not limit about a part required as a wind power generator system other than a support stand, You may select and use the optimal thing from the system employ | adopted for the wind power generator currently marketed.

板状弾性部材3は、材質はゴム系が好ましいが、支持架台1からの振動伝播の抑制効力を発揮出来て耐久性があり本発明の目的を達成出来れば限定されない。硬質角上長尺部材4は□型のステンレス鋼または防錆処理鋼が好ましいが、耐久性のある高強度プラスチック材等でも良く、本発明の目的を達成出来れば限定されない。異形弾性部材5は、材質は板状弾性部材3の材質に準じたものが用いられ、形状は雨水流下を考慮した形状とする。引っ張り固定用部材6は、ワイヤーまたは防上または板状のものが用いられ、材質はステンレス鋼、防錆処理鋼、アルミ合金等が用いられるが本発明の目的を達成出来れば限定されない。   The plate-like elastic member 3 is preferably made of a rubber-based material, but is not limited as long as it can exhibit the effect of suppressing vibration propagation from the support base 1 and has durability and can achieve the object of the present invention. The long member 4 on the hard corner is preferably a □ -type stainless steel or rust-proof steel, but may be a durable high-strength plastic material or the like, and is not limited as long as the object of the present invention can be achieved. The deformed elastic member 5 is made of a material that conforms to the material of the plate-like elastic member 3, and has a shape that takes into account the rainwater flow. The tension fixing member 6 is made of wire, anti-corrosion or plate-like, and is made of stainless steel, rust-proof treated steel, aluminum alloy or the like, but is not limited as long as the object of the present invention can be achieved.

風力発電装置の設置方法としては、建築物の屋上等に設置する場合では、図4に示す様に、ベースプレート部位1bdの下部に上部の振動伝播防止のために板状弾性部材3を付設するのが好ましく、材質はゴム系弾性部材が好ましいが振動伝播防止の効力を発揮出来る部材であれば限定されない。尚、該設置固定方法の適用対象としては防波堤やペデストリアンデッキ等の構築物上部や山頂部等の地盤面も考えられ建築物の屋上等だけには限定されない。また、建築物の屋根に設置する場合では、図6に示す様に、ベースプレート部位1bdを垂木等9bの他に支持補強部材9dを配設して留め付けることも良い。また、当該設置方法は鉄骨スレート葺き建築物にも応用出来る。既存の屋根に設置する場合では、ベースプレート部位1bdの下部に付設する硬質角型長尺材4は必要に応じて複数本敷き並べ一体化した状態で配設しても良く、屋根状況により前記硬質角型長尺材の下部の直交方向に間隔を置いて硬質角型長尺材を平行に複数本配設することも出来る。また、引っ張り固定用部材6はけらば部等を利用して横方向から追加して引っ張り固定の補強することも好ましい。また、工場や倉庫等のルーフデッキ屋根等に設置する場合には、図には示さないが、ルーフデッキの山部に弾性部材を介在させて複数の□型鋼等の硬質角型長尺材を水平方向に適宜な間隔で配設し近隣のフックボルト等を利用して留め付け、ベースプレート部位の下部に板状弾性部材と□型鋼等の硬質角型長尺材を付設したものを用いて上下の硬質角型長尺材が直交する状態で留め付け固定する。   As a method for installing the wind power generator, when installing on a rooftop of a building, as shown in FIG. 4, a plate-like elastic member 3 is attached to the lower part of the base plate part 1bd to prevent vibration propagation at the upper part. The material is preferably a rubber-based elastic member, but is not limited as long as it is a member capable of exhibiting the effect of preventing vibration propagation. Note that the installation target of the installation fixing method is not limited to the rooftop of a building because the upper surface of a structure such as a breakwater or a pedestrian deck or the ground surface such as a mountaintop can be considered. Moreover, when installing in the roof of a building, as shown in FIG. 6, it is good also to arrange | position the base-plate site | part part 1bd other than the rafters 9b, and arrange | position the support reinforcement member 9d. The installation method can also be applied to steel slate-fired buildings. In the case of installing on an existing roof, a plurality of hard rectangular long materials 4 attached to the lower part of the base plate part 1bd may be arranged in a state where they are laid out and integrated as necessary. A plurality of hard rectangular long materials can be arranged in parallel at intervals in the orthogonal direction at the bottom of the rectangular long material. Further, it is also preferable to reinforce the tension fixing by adding the tension fixing member 6 from the lateral direction using a loose portion or the like. Also, when installing on roof deck roofs, etc. in factories and warehouses, although not shown in the figure, hard square long materials such as □ -type steel are attached by interposing an elastic member at the peak of the roof deck. Installed at appropriate intervals in the horizontal direction, fastened using nearby hook bolts, etc., and vertically attached using a plate-like elastic member and a hard square long material such as □ -type steel at the bottom of the base plate part Fastened and fixed in a state where the hard rectangular long materials are orthogonal to each other.

建築物の屋上や屋根等に設置して利用することにより、電力分野で今後期待される電力消費地近接発電の分散型電力の手段として利用出来る。   By installing it on the rooftop or roof of a building, it can be used as a distributed power means for power generation near the power consumption area expected in the power field.

本発明の風力発電装置の1実施例の側面図The side view of one Example of the wind power generator of this invention 図1の例の側断面図Side sectional view of the example of FIG. 図1の例の平断面図1 is a cross-sectional plan view of the example of FIG. 図1の例を建築物の屋上に設置した場合の側断面図1 is a side sectional view when the example of FIG. 1 is installed on the rooftop of a building. 高さ調整機構及びヒンジ機構組み入れベースプレート部位の場合の側断面図Side cross-sectional view of base plate part incorporating height adjustment mechanism and hinge mechanism 図5の例を新築戸建住宅等の屋根に設置した場合の側断面図Side sectional view when installing the example in Fig. 5 on the roof of a newly-built detached house, etc. 図5の例を既存戸建住宅等の屋根に設置した場合の側断面図Side sectional view when installing the example in Fig. 5 on the roof of an existing detached house 水平部材と垂直部材を挿入する鞘状の部位を有する接合用部材の形状例図Shape example diagram of a joining member having a sheath-like portion into which a horizontal member and a vertical member are inserted 図8の接合用部材の鞘状部の一部または全部が凸状をなした場合の形状例図FIG. 8 shows a shape example when a part or all of the sheath-like portion of the joining member in FIG. 8 is convex. 現状の小型風力発電装置の控え材を用いた支柱支持方法の例図Example diagram of the support method using the backing material of the current small wind power generator 現状の小型風力発電装置の自立型支柱の例図である。It is an example figure of the self-supporting support | pillar of the present small wind power generator.

符号の説明Explanation of symbols

1 ;支持架台
1a ;支柱部位
1b ;架台部位
1ba ;架台部位の水平部材
1bb ;架台部位の垂直部材
1bc ;架台部位の柱脚部
1bd ;架台部位の柱脚部に付設するベースプレート部位
1bda;ベースプレート
1bdb;ヒンジ機構
1bdc;高さ調整機構
1be ;架台部位の水平部材と垂直部材を挿入する鞘状部位を有する接合用部材
1bf ;架台部位と支柱部位との支柱支持固定用孔明きプレート
1bg ;架台部位と支柱部位との支柱支持固定用環状部材等
1bh ;剛性を確保するための斜材等
2 ;風車部
3 ;板状弾性部材
4 ;硬質角状長尺部材
5 ;異形弾性部材
6 ;引っ張り固定用部材
7 ;ボルト等
8 ;建築物の屋上等
8a ;支持基礎となるコンクリート部または鉄骨部
9 ;戸建住宅等の屋根
9a ;野地板と防水シート
9b ;垂木等
9c ;屋根仕上げ材
9d ;支持補強部材
10 ;現状の小型風力発電機の支柱部
11 ;細長部材またはワイヤー等の控え材
12 ;支柱基礎部
13 ;地盤面等
DESCRIPTION OF SYMBOLS 1; Supporting base 1a; Supporting part 1b; Mounting part 1ba; Horizontal member 1bb of a mounting part 1bb; Vertical member 1bc of a mounting part 1; Column base 1bd of a mounting part 1bda 1bdb; Hinge mechanism 1bdc; Height adjustment mechanism 1be; Joining member having a sheath-like portion for inserting a horizontal member and a vertical member of the gantry part 1bf; 1bh; support member for fixing the support between the part and the support part 1bh; diagonal member for ensuring rigidity 2; windmill part 3; plate-like elastic member 4; hard rectangular long member 5; deformed elastic member 6; Fixing member 7; Bolt etc. 8; Building rooftop etc. 8a; Concrete part or steel frame part 9 as support foundation 9; Roof 9a for detached house etc. Sheathing roof board and the waterproof sheet 9b; rafter like 9c; roofing coverings 9d; support reinforcing member 10; strut current small wind power generator 11; elongated member or copy such as a wire member 12; post foundation 13; Ground surface or the like

Claims (6)

小型風力発電装置の風車部の支持部位において、主要部が、風車部を鉛直方向で支持する筒状の支柱部位と、風車部の回転及び旋回に支障を及ぼさない範囲の直下にあり且つ平面外形が略方形であり筒状の水平部材と垂直部材とで架構を形成しているとともに水平部材で階層をなし且つ下方四隅にベースプレート部位が付設された柱脚部を有している架台部位とからなり、前記架台部位の平面的中央部において最上層を含め2層以上の箇所で前記支柱部位が支持固定されていて前記架台部位の柱脚部で建築物の屋上または屋根等に設置固定出来る様にした支持架台が用いられていることを特徴とする風力発電装置。   The main part of the supporting part of the wind turbine part of the small wind turbine generator is a cylindrical column part that supports the wind turbine part in the vertical direction, and is directly below the range that does not interfere with the rotation and turning of the wind turbine part and has a planar outer shape. Is a substantially square shape, which forms a frame structure with a cylindrical horizontal member and a vertical member, and has a column base part with a base plate part attached to a base plate part at the lower four corners. The support column is supported and fixed at two or more layers including the uppermost layer in the planar central portion of the mount part so that it can be installed and fixed on the roof or roof of the building at the column base of the mount part. The wind power generator characterized by using the support stand which was made. 前記架台部位の水平部材および垂直部材の接合部に接合部材数および接合点形状に応じて水平部材および垂直部材を挿入して突き合わせ固定出来るカップリングに類する鞘状の部位を有する接合用部材が用いられたことを特徴とする請求項1に記載の風力発電装置。   A joining member having a sheath-like portion similar to a coupling that can be inserted and abutted and fixed by inserting a horizontal member and a vertical member in accordance with the number of joining members and the shape of the joining point at the joining portion of the horizontal member and the vertical member of the gantry part is used. The wind power generator according to claim 1, wherein 前記接合用部材の鞘状の部位の一部または全部が水平部材または垂直部材の端部に挿入して固定出来る様な凸状となった形態をした接合用部材が用いられたことを特徴とする請求項1に記載の風力発電装置。   A joining member having a convex shape so that a part or all of a sheath-like portion of the joining member can be inserted into and fixed to an end of a horizontal member or a vertical member is used. The wind power generator according to claim 1. 前記架台部位の柱脚部のベースプレート部位が高さ調整機構とヒンジ機構を組み入れたベースプレート部位であることを特徴とする請求項1から3に記載の風力発電装置。   The wind power generator according to any one of claims 1 to 3, wherein the base plate part of the column base part of the gantry part is a base plate part incorporating a height adjusting mechanism and a hinge mechanism. 請求項1から3に記載の風力発電装置を用いて、前記支持架台を柱脚部のベースプレート部位の下部に弾性部材を付設して建築物の屋上等の支持基礎となるコンクリート部または鉄骨部に留め付けて設置することを特徴とする風力発電装置の設置方法。   Using the wind turbine generator according to any one of claims 1 to 3, the support base is attached to a lower part of a base plate portion of a column base part, and an elastic member is attached to a concrete part or a steel frame part that serves as a support foundation for a rooftop of a building. A method of installing a wind turbine generator, wherein the wind turbine generator is fastened and installed. 請求項4に記載の風力発電装置を用いて、前記支持架台を柱脚部のベースプレート部位の下部に弾性部材または硬質角型長尺部材と弾性部材を付設して建築物の屋上または屋根等に留め付けて設置することを特徴とする風力発電装置の設置方法。   The wind power generator according to claim 4, wherein the support frame is attached to the lower part of the base plate part of the column base with an elastic member or a hard rectangular long member and an elastic member, and is used on a rooftop or a roof of a building. A method of installing a wind turbine generator, wherein the wind turbine generator is fastened and installed.
JP2005172869A 2005-06-13 2005-06-13 Wind power generator and installation method thereof Expired - Fee Related JP4589178B2 (en)

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US20090211173A1 (en) * 2008-02-27 2009-08-27 General Electric Company Composite wind turbine tower
US8192572B2 (en) * 2008-04-25 2012-06-05 General Electric Company Composite wind turbine tower and a method for fabricating same
KR101123257B1 (en) 2011-04-07 2012-03-20 건국대학교 산학협력단 Construction method for marine wind power generation structure
JP6933470B2 (en) * 2017-02-13 2021-09-08 三菱パワー株式会社 Structure support structure and structure installation method
GB2581411B (en) * 2019-10-11 2021-12-01 1Gen Ltd Shaftless wind turbine

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JPH0626911U (en) * 1992-09-03 1994-04-12 美倍紙業株式会社 Indoor jungle gym
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